CN113605681A - Wall formwork positioning and reinforcing method - Google Patents
Wall formwork positioning and reinforcing method Download PDFInfo
- Publication number
- CN113605681A CN113605681A CN202110884035.6A CN202110884035A CN113605681A CN 113605681 A CN113605681 A CN 113605681A CN 202110884035 A CN202110884035 A CN 202110884035A CN 113605681 A CN113605681 A CN 113605681A
- Authority
- CN
- China
- Prior art keywords
- wall body
- shaped
- wall
- shaped gaskets
- positioning
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
- E04G21/1883—Spacers, e.g. to have a constant spacing between courses of masonry
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to the field of building construction, in particular to a method for positioning and reinforcing a wall template, which comprises the following steps: firstly, bending a stainless steel plate by 90 degrees to form an L-shaped gasket, straightening a steel bar and cutting the steel bar into cross braces according to the thickness of a wall body formwork; secondly, vertically connecting two ends of the cross brace with vertical plates of the two L-shaped gaskets; finally, mounting L-shaped gaskets with cross braces at intervals along the side lines of the wall body template, fixing the foundation and the bottom plate of the L-shaped gasket through cement nails, and mounting the wall body template between the two L-shaped gaskets; the method is simple and convenient to construct, reduces the technical threshold of constructors, reduces the number of matching tools and construction procedures, improves the construction efficiency, avoids the problem that the later-stage threading cannot be realized due to the fact that the embedded wire pipes are easy to damage when the steel bars are planted manually, and eliminates the problem that the root of the wall body is displaced due to manual punching errors.
Description
Technical Field
The invention relates to the field of building construction, in particular to a method for positioning and reinforcing a wall template.
Background
When a plurality of unit wall formworks are assembled and erected to form a building wall, the wall formworks need to be positioned and reinforced, and a common wall formwork positioning and mounting method comprises the following steps: firstly, paying off a wall body, and determining the position of a wall body template according to a control line; then, steel bars with certain length are used for planting bars, cross braces are welded after the bars are planted to serve as formwork jacking rods of the front lifting formwork, and the wall formwork is positioned and reinforced through the planted bars and the welded cross braces.
The existing installation process has the following problems: 1. the embedded wire tube is easy to damage during bar planting, and the hidden trouble that threading cannot be carried out in the later period exists; 2. manual punching is needed when the steel bars are planted on site, punching errors exist, and the displacement of the root of the wall body is easily caused; 3. need measure through the suspension wire when welding the stull, increased cooperation instrument and construction process.
Disclosure of Invention
The invention aims to solve the problems, and provides the rapid wall formwork mounting part, which avoids the hidden danger of incapability of threading in the later period and avoids the problem of displacement of the root of the wall caused by manual punching errors.
The invention solves the problems and adopts the technical scheme that:
a method for positioning and reinforcing a wall template is implemented according to the following steps:
s1: preparing materials, namely bending a stainless steel plate by 90 degrees to prepare an L-shaped gasket, ensuring that the error of an included angle is not more than 1 degree during bending, straightening reinforcing steel bars and cutting the reinforcing steel bars according to the thickness of a wall body template to prepare a cross brace;
s2: connecting and forming, namely symmetrically arranging the 90-degree included angles of the two L-shaped gaskets outwards, and vertically connecting the two ends of the cross brace with the vertical plates of the two L-shaped gaskets;
s3: and (3) positioning and mounting, namely mounting L-shaped gaskets with cross braces at intervals along the side line of the wall body template, aligning the bent parts of the L-shaped gaskets with the side line of the wall body template, fixing the foundation and the bottom plate of the L-shaped gaskets through cement nails, and mounting and fixing the wall body template between the two L-shaped gaskets.
Compared with the prior art, the invention adopting the technical scheme has the outstanding characteristics that:
1. the method is convenient to construct, can realize the rapid positioning and reinforcement of the wall template, and improves the construction efficiency;
2. the method is simple in construction, and the technical threshold of constructors is reduced;
3. the method saves the construction process, avoids the problem that the embedded wire tube is easy to damage when the steel bars are planted manually, so that the later threading cannot be carried out, and simultaneously eliminates the problem of displacement of the root of the wall body caused by manual punching errors.
Preferably, the further technical scheme of the invention is as follows:
a group of L-shaped gaskets with cross braces are arranged along the side line of the wall formwork at intervals of 1 m; the installation stability of the wall body is ensured.
The foundation and the bottom plate of the L-shaped gasket are fixed through two cement nails with the length of 30 mm.
Drawings
FIG. 1 is a flow chart of a method of the present invention;
FIG. 2 is a schematic view of the overall structure of the present invention;
FIG. 3 is a schematic view of the right side view of the present invention as installed;
fig. 4 is a schematic structural view from above when the present invention is installed.
Labeled as: an L-shaped gasket 1; a cross brace 2; a cement nail 3; a wall form 4.
Detailed Description
The invention will be further illustrated by the following examples, which are intended only for a better understanding of the present invention and therefore do not limit the scope of the invention.
As shown in fig. 1 to 4, a method for positioning and reinforcing a wall form is performed according to the following steps:
s1: preparing materials, manufacturing an L-shaped gasket, bending a stainless steel plate with the size of 200mm multiplied by 100mm multiplied by 3mm along the direction of 200mm for 90 degrees, controlling the angle by using an angle measuring instrument during bending, ensuring that the error is not more than 1 degree, manufacturing a cross brace, straightening an A6 steel bar by using a steel bar straightening machine and cutting the steel bar according to the thickness of a wall body formwork;
s2: connecting and forming, namely symmetrically arranging 90-degree included angles of the two L-shaped gaskets outwards, vertically welding two ends of the cross brace with vertical plates of the corresponding L-shaped gaskets, and ensuring that bottom plates of the two L-shaped gaskets are positioned on the same horizontal plane during welding;
s3: and (2) positioning and installing, namely firstly paying off the wall body template, then installing a group of L-shaped gaskets with cross braces at intervals of 1m along the side line of the wall body template, aligning the bending part of each L-shaped gasket to the side line of the wall body template during installation, fixing the foundation and the bottom plate of each L-shaped gasket through two cement nails with the length of 30mm, and finally installing the wall body template between the two L-shaped gaskets to complete positioning and reinforcing of the wall body template.
The method is simple and convenient to construct, the technical threshold of constructors is reduced, the step of firstly measuring the suspension wires and then welding the cross braces is not needed, matching tools and construction procedures are reduced, the construction efficiency is improved, meanwhile, the problem that the later-period threading cannot be realized due to the fact that the embedded wire pipes are easy to damage when the steel bars are planted manually is avoided, the problem that the root of the wall body is displaced due to manual punching errors is solved, the wall body formwork can be quickly positioned and reinforced, and the construction efficiency is improved.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the scope of the present invention, which is defined in the appended claims.
Claims (3)
1. A method for positioning and reinforcing a wall template is characterized by comprising the following steps:
s1: preparing materials, namely bending a stainless steel plate by 90 degrees to prepare an L-shaped gasket, ensuring that the error of an included angle is not more than 1 degree during bending, straightening reinforcing steel bars and cutting the reinforcing steel bars according to the thickness of a wall body template to prepare a cross brace;
s2: connecting and forming, namely symmetrically arranging the 90-degree included angles of the two L-shaped gaskets outwards, and vertically connecting the two ends of the cross brace with the vertical plates of the two L-shaped gaskets;
s3: and (3) positioning and mounting, namely mounting L-shaped gaskets with cross braces at intervals along the side line of the wall body template, aligning the bent parts of the L-shaped gaskets with the side line of the wall body template, fixing the foundation and the bottom plate of the L-shaped gaskets through cement nails, and mounting and fixing the wall body template between the two L-shaped gaskets.
2. The method for positioning and reinforcing the wall formwork according to claim 1, wherein: and a group of L-shaped gaskets with cross braces are arranged along the side lines of the wall formwork at intervals of 1 m.
3. The method for positioning and reinforcing the wall formwork according to claim 1, wherein: the foundation and the bottom plate of the L-shaped gasket are fixed through two cement nails with the length of 30 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110884035.6A CN113605681A (en) | 2021-08-03 | 2021-08-03 | Wall formwork positioning and reinforcing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110884035.6A CN113605681A (en) | 2021-08-03 | 2021-08-03 | Wall formwork positioning and reinforcing method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113605681A true CN113605681A (en) | 2021-11-05 |
Family
ID=78306569
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110884035.6A Withdrawn CN113605681A (en) | 2021-08-03 | 2021-08-03 | Wall formwork positioning and reinforcing method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113605681A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107762139A (en) * | 2017-09-30 | 2018-03-06 | 中国冶集团有限公司 | Cast-in-place concrete haunch wall aluminium alloy chamfering formwork supporting adn fixing device and method |
| WO2018143534A1 (en) * | 2017-01-31 | 2018-08-09 | 유대식 | Mold assembly |
| CN211396591U (en) * | 2019-12-13 | 2020-09-01 | 香河万利通实业有限公司 | Concrete shear wall root reinforcing apparatus |
| CN213418489U (en) * | 2020-05-26 | 2021-06-11 | 南京林业大学 | Root-planting is in aluminium mould concrete wall root crack optimizing apparatus of floor |
| CN112942812A (en) * | 2021-02-02 | 2021-06-11 | 中国建筑第八工程局有限公司 | Positioning device for shear wall template and method for mounting template by using same |
| CN113187228A (en) * | 2021-06-07 | 2021-07-30 | 中国五冶集团有限公司 | Portable concrete structure sleeve pre-embedding tool and method |
-
2021
- 2021-08-03 CN CN202110884035.6A patent/CN113605681A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018143534A1 (en) * | 2017-01-31 | 2018-08-09 | 유대식 | Mold assembly |
| CN107762139A (en) * | 2017-09-30 | 2018-03-06 | 中国冶集团有限公司 | Cast-in-place concrete haunch wall aluminium alloy chamfering formwork supporting adn fixing device and method |
| CN211396591U (en) * | 2019-12-13 | 2020-09-01 | 香河万利通实业有限公司 | Concrete shear wall root reinforcing apparatus |
| CN213418489U (en) * | 2020-05-26 | 2021-06-11 | 南京林业大学 | Root-planting is in aluminium mould concrete wall root crack optimizing apparatus of floor |
| CN112942812A (en) * | 2021-02-02 | 2021-06-11 | 中国建筑第八工程局有限公司 | Positioning device for shear wall template and method for mounting template by using same |
| CN113187228A (en) * | 2021-06-07 | 2021-07-30 | 中国五冶集团有限公司 | Portable concrete structure sleeve pre-embedding tool and method |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20211105 |